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00 <br />01) <br />LO <br />M <br />!uz <br />00 <br />P <br />GENEML INSTALLATION N TES <br />1. Provide full mortar head and bed joints. <br />2. Shore filled lIntels as required. <br />3. Installation of lintel must comply with the architectural and/or structural drawings. <br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate <br />vertical call reinforcing and grouting. <br />5. All lintels meet or exceed U360 verfical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed U1 80. <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete <br />masonry units. <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. <br />11. The extedor surface of lintels installed in exterior concrete masonry walls shall have <br />a coating of stucco applied in accordance with ASTM C-926 or other approved <br />coating. <br />12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) <br />loads shoud be checked for combine loading with the following equation: <br />Applied vertical load Applied horizontal load <br />Safe vertical I + Safe horizontal load 1.0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F32 1 B/1 T <br />(9 e (a (9 <br />5affipm-= <br />FORM & GROUT SOLID <br />.1 <br />.0 #5 BAR CONT. <br />8F12-1B/1T <br />(Sb <br />V LINTEL DETAIL <br />SCALE - N.T.S. <br />E <br />11 <br />al <br />IM MIMI <br />Z <br />0 <br />F = FILLED WITH <br />GROUT/ U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />Lu <br />8F16- <br />B/1T <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />1. rc precs tels = 3500 0. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. ma)dmum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum not area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />REBAR <br />F IN. <br />AT TOP <br />(1) RECI'D <br />12' <br />FAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />,d AJ <br />A <br />,d <br />*--C. M, U. <br />#5 REBAR AT TOP <br />4 A <br />-GROUT <br />MIN. (1) RECI'D- <br />> <br />Ir'l <br />1-1/2"CLEAR <br />�C.M.U. <br />4 <br />A I <br />Lo <1 <br />-45 REBAR AT <br />BOTTOM OF <br />0 <br />0 <br />LINTEL CAVITY <br />8 � � X2 <br />-BOTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />D d: 0 <br />�<O' <br />OU. IX <br />0 W > <br />i .. b 3: <br />--#5 REBAR AT BOTTC <br />7-59'ACTUAL <br />'NOMINTT WFDTH <br />(VARIES) <br />t; 9 LcmrRi <7 <br />AS INDICATED <br />L�NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />ONLY IF NOTED ON LINTEL PLAN <br />1. Refer to manufacturer's specifications for installation. <br />2. Contractor to provide proper protection of lintel to Prevent rusting <br />Refer to manufacturers specifications. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />see lintel p4anidetails for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitluos coating. See contractor specifications <br />4'-6" LL 4'-6" LL <br />OF OF <br />(i) <br />LINTEL PLAN <br />SCALE: Y4"=1'-0" <br />wad <br />U) <br />V1 (D <br />4--J LU <br />(Dru M <br />U_ <br />tri LU <br />UJ <br />car.- <br />0 Pt <br />0) C") <br />U <br />< <br />u-iC_ <br />A-L <br />ED. <br />Pis! <br />U_ <br />Z <br />I (fait <br />LL Z <br />W Qtffi <br />ZZ 0 <br />J J <br />Z <br />C\ qn, <br />Qt <br />F <br />1� 0 F C S S <br />To the best of the Engineers knowledge, Informeflon and belief, <br />the shictural plans and specificallons contained within these <br />drawings comply with the 2017 Flodda Building Code - <br />Residential eth Edition. Engineers signature and seal Is only for <br />the stnictural engineering portions of the drewing pope bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />a. <br />Z <br />00 <br />0 <br />U <br />LIJ <br />0, <br />r*J <br />Z <br />Z <br />LLJ <br />U) <br />-4 <br />. jlj <br />4� <br />ro <br />Z <br />Z <br />L <br />8 <br />M <br />0 <br />06 <br />Z <br />:5 <br />ILIJ <br />rn <br />T-4 <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MJAMES <br />VERSION NO - 4nO <br />SHEET NO. <br />8.0 <br />